APPROVED PLN ENG BLD BLD2021-0598+Architectural_Plan+4.28.2021_9.36.40_AM+2168150N Sq" 34' 23" 1N 1'15.16'
� 25'
13'
STING DRIVEWAY
(NO CHANGE)
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N Sq" 34' 23" 1N 175.10'
!BITE PLAN
5 GALE : 1 " = 1 U-0"
5 GALE : 1 " = 1 U-011
THIS PROJECT IS SIMPLY THE REPLACEMENT OF
AN EXISTING DECK. THE NEW DECK WILL BE BUILT
IN THE SAME LOCATION AS THE EXISTING DECK,
JUST WITH NEW FRAMING MATERIALS AND
CONNECTORS.
PROPERTY TAX ACCOUNT NUMBER: 00548g00001 q06
TOTAL LOT 5aUARE FOOTAGE: 14,009.6 5F
EXISTING HOUSE 5G2UARE FOOTAGE: 2265 5F
NEW DECK SQUARE FOOTAGE: 450 5F
TOTAL LOT COVERAGE: 1 q.6%
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DINE:
4/27/21
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ONNER / APPLICANT:
Alan Gillard Residential Des*--n
PAGE DE5GRIPTION:
DATE:
GT:
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DE5GRIPTION
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Custom Home Design
4i27i21
AG
AG
SUBMITTAL 5ET
AG
AG
M
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M
W
HEMPLE GHRISTOPHER R & ARDEN KARA
Member:
1152 VIENLAND
WAY, EDMONDS, NA 98020-2590
American Institute of Architects
FRONT AND REAR
AG
..
.
Better Business Bureau with anA+raring
ELEVATION5
AG
AG
AG
Email: AlanGillardResidentialDesign@Gmail.com
PHONE: 360-941-9223
AG
I AG
RE -USE EXISTING
FOOTING FOR ROOF
5 GALE : 1 /4" = 1 '-0"
3'-9 1 /4"
(TYP)
i
3'-9 1 /4"
(TYP)
5GALE: 1 /4" = 1'-0"
=R5
Sipari$ and kokings aurr* the max,rriurrr 24 ` can1il"r using M--Ierr-F Irug III' No, 2 V b1"Ilor Ir sLr1'" 11uri I I �fsr
Tah1ft Lnim+� 70 exf. lnarlilin ti 1) ritf. e%LLM kW + Fill rAf IIVf 18ad3 arhd X1M fliftf. +J811 b*_-rirl"'lld 8rmaim
ng
Joist Sim
Jo11Rt
SpileIin
Max. Joint
Sp■n
Girder earn Size and Max, Sian Between Swppurt Posts r Fo•otin0 Type
4x6 Ftllng 4x$ IFIng W 0 Fo*tIrg 4a 12 Footing
20
12" .0-G.
T`-60
V-1 I`
14x1 4
�'-T
;r"-V
$'A`
160$
9-6'
11508
11'-1'
16x1$
1il!r C-o.
W-61P
V-y IN
14x1 4
160115
1606
$'-a'
11`-T
15xi$
118013
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10x1$
1$x1a
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101114
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W-11 IN
1 4x1 4
6"-60
16x7 6
$'-3'
I 8aci g
1 01-Q'
20x2O
18x1a
18x1$
1g"C_e.
W-8'
W-11'
14xi4
6-U'
1606
1-150$
9'-3"
19aRia
1U-0'
11'-1-
24*ac.
7'-7"'
5'-11'
1404
T-J'
gr$'
10013
10
12" o_c.
137•3'
3'4r
14x1 4
C•9'
51•5'
16x 16
1ax1e
61-11"
a'-11"
1Sx113
1eac1a
7'-2"
8'�5"
18x 1 8
20a20
20x20
1o'.0_C.
11'V
dr-1"
14ttt4
24# o_e.
W-5'
41-11'
14x1 4
6-W
t6x16
9-3"
18013
117-O"
2112
1Z' -0. 0.
15-5"
f 4x1 4
14x14
4'-1"
1606
F-2'
16A1.5
_6'-3"
_ 1Ox1 8
16"o_c.
1374"
X-W
C•&`
1115x15
5'-11"
1We
7'-�"
1fix1a
Fooi"ngs mum h a mMnimurn reinforcement of (294 ) bars each war wilh a 3' deatance ko the bcttixn of the footing.
h,lcie: FoOng sly ■re bayed on decks designed with single span jamsts where there IS no cer«ter beari
beem.
( ReOe-renae a RC 7 a0ie R50 7 2 - LH�-ck We Kmo 60 _ pit. desk dead ioad = 10 pal. arw:)w load f. 40 Rol )
Fir 8I: 1 inch = 2 5.4 mrn. 1 foot = 3D4.8 rnm. 1 pound per square foot = 0.0479Wa.
&M:i
$' Gr4 W91G
6'1` tD 8'
&#" b 10'
1 0'1" 110 1�'
1.211� to 14"
14'1 `tom 1 15'
16'1d tO 1$'
Connection Dotalls
On-c-e
er spacing aifasieflers
'�: ink d amel+>'r Iag 15rreW will
22
16
13
11
9
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'fix Incrl rtilaxirl'1L1m 6h6a1 t}Irl LA
inch diameter Moll mth 'r� rrrCh
30
22
1 a
15
13
11
10
rttiaximiurn Sheathing
!; inch diar'rWer h4f# with 1 inCh
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rfSaJiliTlUrri sineathiflig +
a Ledgers shall be flashed in accordance Mh ecwr~ RT03 4 to prevent water from contacting the house band joist.
b grbow Ind !3tiaII not be assumed ko acl corrGUlTenllyr wrth Ilwe Ind
C. The hp of the lag screw shall fi.dMy extend Geycnd the rnside face of IF1e bartid joisl.
d_ 5hlealhiir4g sFrall be ,cod slructr,ral panel or solid sawn lumber.
e Shealh"r+g shall be permitted Io be wcod structural panel, gypsum barb, f+berboaid. lumber cr foam sheathing Up
1,a 1 12-inch thickness af stacked washers shall tre permitted Io substitute for up to 'fir -Inch of aIl�orwabla sheathing
1hir-kns wheire combined wvith wwA structural panel or lumber she
rlg.
ALL FRAMING LUMBER INCLUDING ALL DECKING AND
STAIR TREADS, FLOOR JOISTS, RIM JOISTS, LEDGERS,
BEAMS, COLUMNS, STAIR STRINGERS AND RAILINGS
SHALL BE PRE55URE TREATED LUMBER.
DECK CONSTRUCTION:
PLEASE AL50 SEE THE DECK CONSTRUCTION
DETAILS AND NOTES AND RAILING DETAILS
AND NOTES ON PA67E5 A4 AND A5.
Span Table and Footing Schedule for Decks
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DINE:
4/27/21
5CALE:
SHEET:
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METAL RAILING. SEE DETAILS ON PA
PRESSURE TREATED #2 HF 4X10 BEAN
SIMPSON AC4 POST GAP
PT HF #2 4X4 COLS.
5IMP50N ABA44Z P05T BASE
W/ MIN. V AIR SPACE.
RAILING BY AMERICAN METAL
SPECIALTIES. SEE DETAILS ON PA(
PRE55URE TREATED #2 HF 4X10 BEA
SIMPSON AG4 P05T GA
PT HF #2 4X4 COLS
SIMPSON ABA44Z POST BASE
1N/ MIN. V AIR SPACE.
NEW 1 Y X 15" X 12" GONG. FTGE-
W/ (2) #4 REBAR EA. WAY
SCALE: 1 /4" = V-0"
GR055 SECTION "A -A"
SCALE: 1 /4" = V-0"
FPT; 4 N 3 NO vigil d flllfii
ALL FRAMING LUMBER INCLUDING ALL DECKING AND
STAIR TREADS, FLOOR JOISTS, RIM JOISTS, LEDGERS,
BEAMS, COLUMNS, STAIR 5TRINGER5 AND RAILINGS
SHALL BE PRE55URE TREATED LUMBER.
PLEASE ALSO SEE THE DECK CONSTRUCTION
DETAILS AND NOTES AND RAILING DETAILS
AND NOTES ON PAGES A4 AND A5
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DINE:
4/27/21
5CALE:
SHEET:
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